Exhibit_3_Drawings_6_3_2015.pdf

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SOUTHWEST REGION 3

APACHE-SITGREAVES NATIONAL FORESTS

ENGINEERING DIVISION

SHEET TITLE

TITLE SHEET

SCALE

Not To Scale

SHEET

OF

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SOUTHWEST REGION 3

APACHE-SITGREAVES NATIONAL FORESTS

SUBMITTED BY:

PROJECT ENGINEER

REVIEWED BY:

REVIEWED BY:

DATE

DISTRICT RANGER DATE

INFRASTRUCTURE AND OPS

DATE

APPROVED BY:

FOREST SUPERVISOR DATE

APPROVED BY:

FOREST ENGINEER DATE

DRAWING SHEET INDEX

TITLE SHEET

DESCRIPTION OF WORK

THE PROJECT CONSISTS OF VARIOUS PARKING LOT

IMPROVEMENTS AT THE ALPINE RANGER STATION,

INCLUDING RE-GRADING, BERMS, SIDEWALK, CURB

AND GUTTER, SIGNAGE, AND OTHER FEATURES.

OPTIONAL ITEMS INCLUDE A NEW FLAG POLE,

ASPHALT SURFACING, STRIPING, AND NEW

ADMINISTRATIVE SIGNS.

STATE VICINITY MAP

RANGER DISTRICT PROJECT VICINITY MAP

CONTROL AND CONSTRUCTION LIMITS

EXISTING SITE AND DEMO PLAN

GRADING AND DRAINAGE

GRADING AND DRAINAGE

BUILDING ENTRANCE

SIGNAGE AND FEATURES

RAILING

MISCELLANEOUS DETAILS

SIGN DETAILS AND NOTES

PROJECT LOCATION

BLYTHE

YUMA

KINGMAN

ROOSEVELT

NOGALES

TUCSON

GRANDE

CASA

PHOENIX

MESA

ALPINE

SAFFORD

GLOBE

TUBA CITY

PAYSON

FLAGSTAFF

CANYON

GRAND

SPRINGERVILLE

SHOWLOW

HEBER

CHINLE

PAGE

ALPINE PARKING

LOT IMPROVEMENTS

CLIFTON

N

E

S

W

CONCRETE DETAILS

ENTRANCE WALL AND CHANNEL DETAILS

OPTION: PORTAL SIGN AND BASE DETAILS13

wabbott Typewritten Text R E V I S E D 6/03/2015

CONTROL PT. 2

SET NAIL WITH RIBBON

NORTHING: 10171.64

EASTING: 4807.40

ELEVATION: 95.72

CONTROL PT. 3

SET NAIL WITH RIBBON

NORTHING: 9938.02

EASTING: 4787.17

ELEVATION: 93.46

CONTROL PT. 1

SET NAIL WITH RIBBON

NORTHING: 10028.03

EASTING: 4948.74

ELEVATION: 100.00

FOUND 12" REBAR WITH

ALUMINUM CAP.

STAMPED "LS 13574"

FOUND 12" REBAR WITH

ALUMINUM CAP.

STAMPED "LS 13574"

.2

M

.0

R

FP

FFE= 96.5 +/-

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SHEET NOTES

LEGEND

1. CONTRACTOR SHALL VERIFY

CONTROL POINTS, PROPERTY

CORNERS, AND EXISTING

FINISHED FLOOR ELEVATION

PRIOR TO THE START OF THE

WORK.

2. WORK AND SITE DISTURBANCE

SHALL NOT EXTEND ONTO

EXISTING US180 PAVEMENT.

3. CONTRACTOR SHALL BRING

DISCREPANCIES IMMEDIATELY TO

THE COR FOR RESOLUTION.

4. CONTRACTOR IS RESPONSIBLE

FOR ALL SURVEYING AND

CONSTRUCTION STAKING.

5. MAINTAIN PUBLIC ACCESS M-F,

8:00 AM TO 5:00 PM. MAINTAIN

EMPLOYEE'S ENTRANCE AT THE

BACK OF THE BUILDING 7 DAYS A

WEEK.

6. PRIOR TO GROUND

DISTURBANCE ACTIVITIES,

CONDUCT BLUE STAKE ACTIVITIES

WITH ARIZONA BLUE STAKE.

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Sheet 2

CONSTRUCTION

LIMITS

CONTROL LINE

SET CONTROL POINT

FOUND PROPERTY CORNER

SCALE (1"=30')

60'30'15'

7.5'

0'

N

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FP

SIGNS TO

REMAIN

REMOVE TREE

DEMO CURB TO

CONSTRUCTION LIMITS

U S1

U S1

REMOVE SIGN

AND POST

DEMO CURB

RELOCATE FLAG POLE;

GOV'T WILL RELOCATE

WEATHER STATION AND

REQUIRED CABLING/CONDUIT

DEMO CURB

REMOVE ACCESSIBLE

SIGNAGE, POSTS, AND

RAILINGS

DEM0 CURB TO

CONSTRUCTION LIMITS

REMOVE VISITOR

PARKING SIGN

STOP SIGN TO BE

RELOCATED

DEMO CURB;

ALL PERIMETER

REMOVE USFS

SIGN AND BASE

REMOVE STOP SIGN

DEMO SIDEWALK;

SAWCUT AROUND

CANOPY FOOTINGS

LEAVING 12" AROUND

DEMO

ASPHALT

DEMO

ASPHALT

REMOVE

RIPRAP

REMOVE

RIPRAP

DEMO

ASPHALT

DEMO

CONCRETE

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SHEET NOTES

SCALE (1"=30')

LEGEND

1. UNLESS OTHERWISE SPECIFIED,

HAUL OFF AND DISPOSE ALL

CONSTRUCTION DEBRIS AND

DISPOSE PER LOCAL, COUNTY,

STATE, AND FEDERAL

REGULATIONS.

2. REMOVED RIPRAP SHALL BE

HAULED 10 MI ONE WAY TO A

LOCATION TBD BY THE

CONTRACTING OFFICER.

3. EXISTING PORTAL SIGNS,

CREDIT LINES, AND USFS SHIELDS

SHALL BE RE-USED WHEN

RELOCATED.

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Sheet 3

CONSTRUCTION

LIMITS

60'30'15'

7.5'

0'

N

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W

R P o la n co

PAVE 100.00

POC T/C 100.00

T/C 96.00

PAVE 96.00

T/C 96.75

PAVE 96.75

T/C 96.70

PAVE 96.70T/C 96.65

PAVE 96.65

T/C 97.81

GUT 97.31

POC T/C 100.35

PAVE 100.35T/C 95.50

GUT 95.00

S/W PC

96.40

T/C 99.52

GUT 99.02

T/C 99.00

PAVE 99.00

CONC 96.66

96.40

97.01

T/C 97.16

S/W PT

T/C 97.09

CONC 96.59

S/W 96.30

S/W 96.50

S/W

S/W

S/W 96.50

S/W POC

96.45

96.50

CONC

96.99

CONC

96.95

S/W 96.50

MATCH EXISTING

PAVE 100.20 +/-

BUILDING

ENTRANCE;

SHEET 6

OF 13

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LEGEND

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Sheet 4CONSTRUCTION

LIMITS

SEE MATCHING SHEET 5 OF 13

SCALE (1"=15')

30'15'7.5'0'

N

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CONCRETE RIBBON CURB

CONCRETE VERTICAL CURB

AND GUTTER

1. ABC COURSE SHALL BE 3 4"

MINUS MATERIAL, PER

SPECIFICATIONS. ABC

COMPACTED TO 95% AND A

FINAL DEPTH OF 6", IN THE

PARKING LOT AREA.

2. ALL CONCRETE SHALL BE

CONSTRUCTED PER

SPECIFICATIONS AND DETAILS ON

SHEET 10 OF 13.

3. REFER TO DETAILS 5D AND 6D,

SHEET 10 OF 13, FOR VERTICAL

AND RIBBON CURB.

4. REFER TO DETAILS 1D AND 2D,

SHEET 10 OF 13, FOR SIDEWALK.

5. OPTION #4.1: 3" ASPHALT LIFT.

6. IF ASPHALT IS NOT AWARDED,

TRANSITION ABC COURSE FLUSH

WITH NEW TOP OF CONCRETE

AND GUTTER ELEVATIONS

EXTENDING 6" AWAY FROM

CONCRETE AND GUTTER.

7. ACCESSIBLE CONCRETE STALL

SHALL BE 6" THICK, AND PER

DETAILS 3D & 4D, SHEET 10 OF 13,

AND DETAIL 2F, SHEET 12 OF 13.

PAVE 101.46

T/C 101.48

T/C 101.96

T/C 98.90

T/C 96.64

PAVE 96.14

MATCH EXISTING

PAVE 102.70 +/-

MATCH EXISTING

PAVE 102.20 +/-

PAVE 100.98

GB PT T/C 101.00

PAVE 101.00

PAVE 98.40

T/C 98.69

PAVE 98.19

T/C 99.00

PAVE 99.00

T/C 99.27

PAVE 99.27

T/C 98.75

PAVE 98.25

S/W 98.22

GB TOP BERM

97.50

TOP BERM

97.00

TOP BERM

97.00

TOP BERM

97.00

TOP BERM

97.00

EXPAND CHANNEL BOTTOM 2'

EACH SIDE @ SAME ELEVATION

(TYP.)

1 1 2

GRADE BREAK

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Sheet 5

SEE MATCHING SHEET 4 OF 13

SCALE (1"=15')

30'15'7.5'0'

N

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1. ABC COURSE SHALL BE 3 4"

MINUS MATERIAL, PER

SPECIFICATIONS. ABC

COMPACTED TO 95% AND A

FINAL DEPTH OF 6", IN THE

PARKING LOT AREA.

2. ALL CONCRETE SHALL BE

CONSTRUCTED PER

SPECIFICATIONS AND DETAILS ON

SHEET 10 OF 13.

3. REFER TO DETAILS 5D AND 6D,

SHEET 10 OF 13, FOR VERTICAL

AND RIBBON CURB.

4. REFER TO DETAILS 1D AND 2D,

SHEET 10 OF 13, FOR SIDEWALK.

5. OPTION #4.1: 3" ASPHALT LIFT

6. IF ASPHALT IS NOT AWARDED,

TRANSITION ABC COURSE FLUSH

WITH NEW TOP OF CONCRETE

AND GUTTER ELEVATIONS

EXTENDING 6" AWAY FROM

CONCRETE AND GUTTER.

LEGEND

CONSTRUCTION

LIMITS

CONCRETE RIBBON CURB

CONCRETE VERTICAL CURB

AND GUTTER

CONC

S/W

96.50

96.30

96.50 S/W

96.20

S/W 96.10

S/W 96.20

FLOW LINE

95.90

CONC

2' WALL PER DETAILS

1E & 2E; SHEET 11 OF 13

(TYP. BOTH SIDES)

CONTROL JOINT

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SHEET NOTES

LEGEND

1. ALL WELDS AND ANGLE STEEL

SHALL BE GROUND SMOOTH AND

PAINTED WITH ONE COAT

PRIMER, AND TWO COATS PAINT.

MATCH GRATE COLOR.

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Sheet 6

SCALE (1"=15')

30'15'7.5'0'

36"'

2" x 8" ANCHOR BOLT

WITH NUT FASTENED TO

12" x 8" CONCRETE SUPPORT

12"

1"1.2" +/-

8"

4"

1" x 3" x 3 8" ANGLE STEEL;

INSIDE FRAMING AROUND

LONG EDGE

1" x 2" x 38" ANGLE STEEL;

INSTALL AT END AND MID

POINTS ALONG LONG EDGE;

TYP. FOR BOTH SIDES

16" TACK WELD

GRATE TO ANGLE STEEL

McNICHOLS QUALITY BAR

GRATING; PLAIN STEEL AND

CLOSE MESH, GCM-1-100

SERIES, OR EQUAL

4" SIDEWALK

N

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GRATE CROSS SECTION

NO SCALE

SECTION A-A'

GRATE CONNECTION

NO SCALE

DETAIL 1A

A A'

REDHEAD, OR EQUAL,

ANCHOR BOLT W/

REMOVABLE WASHER.

INSTALL AT ENDS AND

MIDPOINT, BOTH SIDES.

B B'

SHEET 11 OF 13

FP

RELOCATED FLAGPOLE INTO

CONCRETE BASE

OPTION #3.1; INSTALL NEW

STEEL FLAG POLE. REFER TO EXHIBIT 6

FOR MODEL, CUT SHEET, AND

SPECIFICATIONS, OR APPROVED

EQUAL.

6" SOLID BLUE

STRIPING

ACCESSIBLE WALKWAY

MARKINGS; 6" CROSS MARKINGS

SPACED 24" O.C. @ 45 DEGREE

ORIENTATION. MARKINGS AND SIGNS

INCIDENTAL TO PAY ITEM B6.1

6" SOLID YELLOW

STRIPING (TYP.)

RELOCATED PORTAL

SIGNS, SHIELD, AND CREDIT

LINE ON THREE NEW 4" X 4" STEEL

POSTS AND CONCRETE

FOOTING, PER DETAILS 1G, 2G,

AND 3G SHEET 13 OF 13. PAINT POSTS

BROWN. NO CONCRETE CORE OR STONE

WORK REQUIRED

RELOCATED STOP SIGN AND POST

HIGH ELEVATION

LAWN SEED

HIGH ELEVATION

LAWN SEED

HIGH ELEVATION

LAWN SEED

HIGH ELEVATION

LAWN SEED

6" SOLID YELLOW

STRIPING (TYP.)

AuthorizedVehiclesOnly.jpg

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SHEET NOTES

SCALE (1"=30')

LEGEND

1. STRIPING SHALL OCCUR ONLY

WITHIN THE LIMITS OF THE

ACCESSIBLE STALL AS PART OF THE

BASE BID.

2. FOR ACCESSIBLE PAVEMENT

PARKING, ACCESSIBLE SIGNAGE,

AND REGULATORY DETAILS, SEE

SHEET 9 OF 12. ALL SIGNS ARE

CONSIDERED REGULATORY

UNLESS OTHERWISE SPECIFIED.

3. ALL SIGNS AND POSTS ARE NEW

UNLESS OTHERWISE NOTED.

4. OPTION #1.1- NON-ACCESSIBLE

REGULATORY SIGNS, INCLUDING

RELOCATION OF STOP SIGN.

5. OPTION #2.1 - NEW PORTAL

SIGNS, CREDIT LINES, USFS

EMBLEMS, CONCRETE CORE, AND

STONE MASONRY PER SHEET 13

OF 13

6. OPTION #5.1 - ALL STRIPING

NOT INCLUDED IN ACCESSIBLE

STALLS.

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Sheet 7

CONSTRUCTION

LIMITS

60'30'15'

7.5'

0'

N

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NEW SIGN, POST, AND FOOTING

R P o la n co

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Sheet 8

5'

12"

4"

42"

34"

5' O.C.

SIDEWALK HANDRAIL DETAIL

NO SCALE

DETAIL 1B

2" DIA. STEEL POST

(TYP.)

2" DIA. STEEL

BOTTOM RAIL (TYP.)

2" DIA. STEEL

TOP & SECOND

RAILS (TYP.)

1. ALL STEEL POSTS AND

RAILINGS SHALL BE PAINTED

WITH APPROVED STEEL PRIMER

COAT AND TWO FINISH COATS.

COLOR TO BE APPROVED BY

CONTRACTING OFFICER.

2. ALL STEEL POSTS AND

RAILINGS SHALL BE MINIMUM

OF 18" (0.0125") WALL

THICKNESS.

GENERAL NOTES

POST CONNECTION

PER DETAILS 2B AND 3B.

12"

MASONRY WALL WITH CULTURED

STONE FACE PER DETAIL 1F, SHEET 12 OF 13

RAILING POST SUPPORT

NO SCALE

DETAIL 2B DETAIL 3B

8" THICK STEEL

FLANGE

WASHER

8" TRUBOLT, OR

EQUAL, WEDGE

ANCHOR WITH

2" THREAD;

PART #WS-3836

(TYP.)

WELD 1.5" O.D.

POST TO FLANGE

EPOXY SEAL

FLANGE PERIMETER

TO CONCRETE;

PERIMETER

8" TRUBOLT, OR

EQUAL, WEDGE

ANCHOR WITH

2" THREAD;

PART #WS-3836

(TYP.)

RAILING POST SUPPORT

NO SCALE

PLAN

8" THICK STEEL

FLANGE; 3" X 3"

TUBULAR STEEL; 1.5"

OUTSIDE DIA.

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Sheet 9

ACCESSIBLE MARKING

DETAIL 5C

3'-10"

5'

4"

NO SCALE

BLUE PAINT

WHITE PAINT

ACCESSIBLE SIGN POST

DETAIL 1C NO SCALE

SIGN PER DETAIL;

FASTEN TO POLE

AS REQUIRED

2" DIA. GALV.

STEEL POLE

12" 3"

6"

5'-10" MIN.

REGULATORY POST

DETAIL 2C NO SCALE

SIGN PER DETAIL;

FASTEN TO POLE

AS REQUIRED

2" DIA. GALV.

STEEL POLE

12" 3"

6"

7'

1. VANDAL WARNING DECAL #P6411 SHALL BE PLACED TO THE CORNER OF THE SIGN

CLOSEST TO THE ROAD, AND ON THE FRONT. INSTALL DECALS ON ALL SIGNS. ON

ACCESSIBLE SIGNS, INSTALL ON BACK.

2. SIGN INSTALLATION DATE DECAL #6410 SHALL BE PLACED ON THE CORNER OF

THE SIGN CLOSEST TO THE ROAD, AND ON THE BACK. INSTALL DECALS ON ALL SIGNS.

ON ACCESSIBLE SIGNS, INSTALL ON BACK.

3. DECALS , AND PRODUCT NUMBERS, CAN BE ORDERED FROM UNICOR

(WWW.UNICOR.GOV)

4. UNLESS OTHERWISE NOTED, REGULATORY SIGNS SHALL BE RECTANGULAR, 24" H X

12" WIDE, HIGHWAY GOTHIC FONT, AND FONT SIZES ACCORDING TO MUTCD. SIGNS

SHALL BE HIGH-INTENSITY, RETRO-REFLECTIVE, ALUMINUM, WITH BLACK LETTER

AND WHITE BACKGROUND.

5. ACCESSIBLE SIGNAGE - INSTALL VANDAL WARNING AND INSTALLATION DATE

DECALS ON BACK. SIGNS SHALL BE HIGH-INTENSITY, RETRO-REFLECTIVE ALUMINUM.

SIZE PER MUTCD.

REGULATORY SIGN DECALS

DETAIL 3C NO SCALE

P6411

P6410

GENERAL NOTES

HANDICAP SIGN RM-080

DETAIL 4C NO SCALE

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Sheet 10

DETAIL 1D

SIDEWALK

NO SCALE

8" 8"4" 4"3'

#3 REBAR; 18"

O.C. EACH WAY

4" MINUS 95%

COMPACTED ABC

5'

CROSS SECTION

4"

4"

4"

8" 4"

4"

#3 REBAR; 18"

O.C. EACH WAY#3 REBAR

4" TOOLED

RADIUS EDGE

(TYPICAL)

COMPACTED BACKFILL

SLOPED 3H:1V AWAY

FROM CONCRETE

3"

4" CONCRETE PAD OR

SIDEWALK TURNDOWN

NO SCALE

DETAIL 2D

4" MINUS 95%

COMPACTED ABC

CROSS SECTION

CONCRETE CONTROL JOINT

NO SCALE

DETAIL 4D

FOR 4" CONCRETE, INSTALL CONTROL JOINTS EVERY 5' O.C.

FOR 6" CONCRETE, INSTALL CONTROL JOINTS EVERY 10' O.C.

JOINT DEPTH (IN.) = CONCRETE DEPTH (IN.) / 3

CONCRETE DEPTH

JOINT DEPTH

TOOLED OR SAWCUT

CONTROL JOINT WITH

4" RADIUS EDGE

CROSS SECTION

8" 4"

4"

#4 REBAR; 18"

O.C. EACH WAY#4 REBAR

4" TOOLED

RADIUS EDGE

OR SAWCUT

(TYPICAL)

COMPACTED BACKFILL;

SLOPED 3H:1V AWAY

FROM CONCRETE

3"

6" CONCRETE PAD OR

CROSSING TURNDOWN

NO SCALE

DETAIL 3D

2"

4" MINUS 95%

COMPACTED ABC

CROSS SECTION

3 4 " R

2 " R

3 4 " R

8" 4"

6"

6"

2" BATTER

4" LIP

12"

18" 6"

3"

6"

#4 REBAR;

18" O.C. EACH WAY

COMPACT AND GRADE 2" BELOW

TOP OF CURB; SLOPE AWAY FROM CURB

NEW PAVEMENT

8" 4"

6"

24"

2" BATTER

8"

MAINTAIN PAVEMENT SLOPE

THROUGH CURB EARTHEN GRADE

NEW PAVEMENT

#4 REBAR;

14"

CONCRETE VERTICAL

CURB & GUTTER

NO SCALE

DETAIL 5D

CONCRETE RIBBON CURB

NO SCALE

DETAIL 6D

#4 REBAR

CROSS SECTION CROSS SECTION

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Sheet 11

BUILDING & CHANNEL CROSS SECTION

NO SCALE

BUILDING WALL

4' TYP.WIDTH VARIES

5' TYP.

WIDTH VARIES

1" TOPSOIL WITH HIGH

ELEVATION LAWN SEED (TYP.

FOR ALL AREAS WITH LAWN SEED

SHOWN)

SIDEWALK

SECTION B-B'

HEIGHT VARIES

TOP OF FINISHED

GRADE

6"

24"

14"

4" 16" 4"

4"

4"

COMPACTED CRUSHED

AGGREGATE

4"

BUILDING ENTRANCE PAD

2 X 4

#4 REBAR 18" EACH

WAY O.C.

CONCRETE FOOTING

1. WALL CONSTRUCTED OF MASONRY

BLOCK FACED WITH CULTURED

STONE. CULTURED STONE SHALL BE

OLD COUNTRY FIELDSTONE TEXTURE,

MANUFACTURED BY BORAL, OR

APPROVED EQUAL. INSTALL PER

MANUFACTURER'S

RECOMMENDATION. SUBMIT COLORS

FOR APPROVAL.

2. GROUT ALL MASONRY BLOCK

CELLS WITH GROUT. EXTEND REBAR

TO TOP.

3. CONSTRUCT WALL AROUND

EXISTING CANOPY FOOTINGS. EPOXY

SEAL AROUND WOOD POST

PENETRATION INTO CAP BLOCK AND

WALL.

CMU WALL WITH CULTURED STONE

DETAIL 1E NO SCALE

COMPACTED CRUSHED

AGGREGATE

COMPACTED SUBGRADE

6"

4"

4"

24"

#4 REBAR 18" EACH

WAY O.C.

FINISHED PAD OR

GRADE ELEVATION

DETAIL 2E NO SCALE

GENERAL NOTES

CAP ROCK; SUBMIT

FOR APPROVAL

CAP ROCK; SUBMIT

FOR APPROVAL AND

INSTALL PER MANUFACTURER'S

RECOMMENDATION

#4 REBAR; EXTEND

TO TOP EACH MASONRY

BLOCK CELL.

CMU WALL WITH CULTURED STONE

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Sheet 12

CMU WALL WITH CULTURED STONE

DETAIL 1F NO SCALE

12"

12"

HAND RAILING PER

DETAIL 1B SHEET 8 OF 13

18"

8"X8"X16" CONCRETE BLOCK;

FILL ALL CELLS WITH CONCRETE

#4 REBAR @ 16"

O.C. HORIZONTAL

#4 REBAR @ 30"

O.C. VERTICAL

2" WEEP HOLES @ 4'

O.C. PLASTIC PIPE 1 CUBIC FOOT

4 - 1" DRAIN ROCK

AT EACH WEEP HOLE

CONCRETE FOOTING

#4 REBAR @ 10" O.C.

GROUT

RAILING CONNECTION;

DETAILS 2B AND 3B,

SHEET 8 OF 13

SIDEWALK

HEIGHT VARIES 0.1 - 1.5'

9"

CONTROL JOINT

CONTROL JOINT

ACCESSIBLE STALL CONTROL JOINT LAYOUT

DETAIL 2F NO SCALE

N

E

S

W

1. INSTALL #4 REBAR 18" O.C. EACH WAY.

12'

5'

12'

CULTURED STONE FACED, OLD

COUNTRY FIELDSTONE TEXTURE,

MANUFACTURED BY BORAL,

OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. SUBMIT

COLOR FOR APPROVAL

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Sheet 13

CULTURED STONE FACED, OLD

COUNTRY FIELDSTONE TEXTURE,

MANUFACTURED BY BORAL,

OR APPROVED EQUAL (ALL SIDES)

BOTTOM LEGEND

YELLOW-CREAM LETTERS

(#23695) ON BROWN

(#20059) BACKGROUND

TOP LEGEND

BROWN LETTERS (#20059)

ON YELLOW-CREAM

(#23695) BACKGROUND

U.S. DEPARTMENT OF AGRICULTURE

MARGIN WIDTH TO BE

2 THE HEIGHT OF THE

FOREST NAME LETTERING

HDPE SHIELD SIGN

NUMBER S-12.

CHAPTER 8C.7

WITH PAINTED

ROUTED COLORS

(BOTH SIDES)

(4) 516" CARRIAGE BOLT

(LENGTH AS REQUIRED)

W/ WASHERS FRONT AND

BACK & VANDAL PROOF

NUT, TYP.

3" 72" 3"

3" 10"

HDPE CREDIT LINE

SIGN NUMBER P-52;

CHAPTER 8C.6 WITH

PAINTED ROUTED

COLORS AND BORDER

(BOTH SIDES)

CONCRETE FOOTING

REINFORCED WITH #3

REBAR, 12" O.C. BOTH

WAYS. TIE ALTERNATE

INTERSECTIONS

3" 8" 15" 3"8"

2" FINISH GRADE

CONCRETE FOOTING

CONCRETE CORE

2" HDPE SIGN PANELS, AS-2

(4) 516" CARRIAGE BOLT

(LENGTH AS REQUIRED) W/

WASHERS FRONT AND BACK

& VANDAL PROOF NUT, TYP.

1"

3"

CONCRETE FOOTING

REINFORCED WITH #3

REBAR, 12" O.C. BOTH

WAYS. TIE ALTERNATE

INTERSECTIONS

ADMINISTRATIVE SIGN

FRONT ELEVATION

DETAIL 1G

72"

48"

APACHE

7 1/4"

16 1/4"

24 1/2"

27 1/2"

35 1/4"

1. EACH BASELINE OF TEXT SHALL BE CENTERED BETWEEN

THE EDGES OF THE SIGN AND NOT EXTEND INTO THE

MARGIN.

2. OFFSET "ALPINE" TOWARDS HIGH POINT OF THE PANEL

BUT DO NOT EXTEND INTO THE MARGIN.

3. ALL TEXT IS ASA SERIES HIGHWAY GOTHIC. WITH TEXT

SIZES PER CHAPTER 8C.2

4. HIGH POINT OF THE SIGN SHALL FACE THE ROAD.

5. "NATIONAL FOREST" PER CHAPTER 1, SECTION 1.7.3b.

ALL REFERENCES AND ID #S HEREIN AND IN

SIGNAGE DETAILS USE USFS EM7100-15,

REVISED OCTOBER 2013.

1. SIGN LOCATIONS WILL BE STAKED BY THE CONTRACTOR

AND APPROVED BY THE CONTRACTING OFFICER.

3. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT

BOLTS AND NUTS.

2. FASTEN USFS SHIELD AND USDA CREDIT LINE TO STONE

VENEER WITH 516" x 5" LAG BOLTS AND EXPANSION SHIELDS.

3. PRE-BORE HOLES FOR LAG SCREWS.

4. WHEN MOUNTING SIGNS, MOVE BOLT LOCATIONS

SLIGHTLY IF NECESSARY TO AVOID DRILLING THROUGH

LETTERS.

5. PAINT ALL BOLT HEADS AND WASHERS TO MATCH

SIGN/POST COLOR AS APPLICABLE.

6. USFS SHIELD AND USDA PLAQUE SHALL BE

YELLOW-CREAM BORDER, WITH BROWN BACKGROUNDS,

AND YELLOW-CREAM LETTERING. NOTE THAT THE SHIELD,

PLAQUE, AND PORTAL SIGNS ARE INSTALLED ON BOTH SIDES

OF THE DETAIL.

7. RECOMMENDED MANUFACTURER FOR PORTAL, USFS

EMBLEM, AND CREDIT LINE SIGNS IS WOOD PRODUCT SIGNS.

http://www.woodproductsigns.com/index.html

GENERAL NOTES

Alpine

RANGER STATION

MARGIN

ADMIN SIGN (AS-2)

ADMINISTRATIVE SIGN

SIDE ELEVATION

DETAIL 2G

3"

AS-2 HDPE SIGN DIMENSIONSDETAIL 4G NO SCALE

SIGN BASEDETAIL 3G NO SCALE

NO SCALE NO SCALE

18"

30 DEGREE ALL SIDES

CONCRETE CORE

2"

4"x4" POWDER COATED

STEEL POST WITH WELDED

STEEL CAP. COLOR: BROWN

4"x4" POWDER COATED

STEEL POST WITH WELDED

STEEL CAP. COLOR: BROWN

4"x4" POWDER COATED

STEEL POST WITH WELDED

STEEL CAP. COLOR: BROWN

CULTURED STONE FACED, OLD

COUNTRY FIELDSTONE TEXTURE,

MANUFACTURED BY BORAL,

OR APPROVED EQUAL (ALL SIDES)

CULTURED STONE FACED, OLD

COUNTRY FIELDSTONE,

MANUFACTURED BY BORAL,

OR APPROVED EQUAL (ALL SIDES)

R P o la n co